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作 者:曹洋 牛文杰 王永增 徐子洺 陈肖肖 张璐 CAO Yang;NIU Wenjie;WANG Yongzeng;XU Ziming;CHEN Xiaoxiao;ZHANG Lu(Qidashan Branch,Angang Group Mining Co.,Ltd.,Anshan 114000,China;Anshan Iron and Steel Group Mining Design and Research Institute Co.,Ltd.,Anshan 114000,China;School of Civil Engineering,Liaoning University of Engineering and Technology,Fuxin 123000,China)
机构地区:[1]鞍钢集团矿业有限公司齐大山分公司,辽宁鞍山114000 [2]鞍钢集团矿业设计研究院有限公司,辽宁鞍山114000 [3]辽宁工程技术大学土木工程学院,辽宁阜新123000
出 处:《露天采矿技术》2023年第1期35-38,共4页Opencast Mining Technology
摘 要:齐大山铁矿西帮的降水和河流入渗补给、地表水径流等,会造成地下水流动的复杂性和不确定性;因此采用Visual MODFLOW Flex数值模拟软件预测不同频预期的最大降雨量和河流入渗补给作用下的第四系边坡的渗水量值,并建立响应关系。结果表明:在丰水期河流补给呈现稳定补给状态,主要补给项为降雨直接汇入,而降雨入渗对地层的补给比重随着降雨量增大持续增长,两者的线性拟合程度较高,经过分析计算得出拟合优度R2的数值为0.998。The precipitation, river infiltration recharge and surface water runoff in the west slope of Qidashan Iron Mine will cause the complexity and uncertainty of groundwater flow. Therefore, the Visual MODFLOW Flex numerical simulation software is used to predict the maximum rainfall expected at different frequencies and the seepage value of quaternary slope under the action of river infiltration recharge, and the response relationship is established. The results show that in the wet season, the river recharge presents a stable recharge state, the main recharge item is the direct inflow of rainfall, and the recharge proportion of rainfall infiltration to the stratum continues to increase with the increase of rainfall. The linear fitting degree of the two is high, and the value of goodness of fit R~2 is 0.998.
关 键 词:边坡涌水 地下水数值模拟 极值分布理论 最大降雨量 渗水量
分 类 号:TD742[矿业工程—矿井通风与安全]
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